Question

The simply supported beam consists of a W410 × 60 structural steel wide-flange shape [E = 200 GPa; I = 216 × 10⁶ mm⁴]. For the loading shown, determine the beam deflection at point C.

Assume P = 72 kN, w = 60 kN/m, L_AB = L_BC = 1.4 m, L_DE = L_CD=1.4 m, M_A = 167 kN-m.

P10.048 Not Correct 216 x 106 mm41. For the loading shown, determine the beam deflection at point C The simply supported beam consists of a W410 60 structural steel wide-flange shape [E 200 GPa; I Assume P 60 kN/m, LAB= Lec= 1.4 m, LDE= LcD 1.4 m, MA 167 kN-m. 72 kN, w 4 LCD LDE LAR -8.5568 Answer: vc = mm. the tolerance is +/-2% the tolerance Click if you would like to Show Work for this question: Open Show Work

Answer 1

72KN W 60 KN/m A C MA: 167 m 216x 0 mm 200 E Point C Beam defipcion at with simpiy syPPar ed beam to ad can cenftsated 22KN Hi4m 4m-.4 m.41 2. elastic cuVe ) equation n GLET Appendiy Beam deftecton Tab le P72 N 2 8 m, 4.320 2 00 1o x 216 Klo: EJ

2. 2. 72X 1.4X2. S 23 6x5.6x 4.32y10 m O.00419 unifosmiy distbuted 10ad 2 H4m 1.4m-1.4m -+.4m APpendiy Beq m defection Table 2 2. 2 Wa 24LET a 2-2 m S.6 m 60 ENIM 4327(0 KN.m2 T) EI x(4×5.6- ワ×2-8×5.6t 24×5.6×4.32メ10 2 3 Y 2.8 2

O. 60884 Concertoaled moment. concen1 suf e d wih simply supPbxted beam end moment One Appendly NB 2. Mo ( 6LET S.6 m 2 4.32x10 ET ー167メ2-8 *C2メ5.6-3×5.6×28 + 2.8) 6xs.6x4-32メ TO t0.007 S Ne

NC 3 -0 00419 O7ST o o S5 S. S mの s.s